Prof. Dr.-Ing. Kay-Uwe Schober
Fachbereich Technik, Hochschule Mainz
- 06131/4879072
0000-0003-0860-2834
Schober, Kay-Uwe; Rautenstrauch, Karl
Post-strengthening of timber structures with CFRP’sMaterials and Structures. Bd. 40. 2006 S. 27 - 35
Schober, Kay-Uwe; Rautenstrauch, Karl
Upgrading and repair of timber structures with polymer concrete facing and strengtheningProceedings of the 9th World Conference on Timber Engineering (WCTE 2006). Portland OR, USA. 2006
Schober, Kay-Uwe; Rautenstrauch, Karl
Experimental investigations on flexural strengthening of timber structures with CFRPChen and Teng (Hrsg). Bond behaviour of FRP in structures : Proceedings of the International Symposium on Bond Behaviour of FRP in Structures. Hong Kong, China: International Institute for FRP in Construction, Hong Kong Polytecnic University 2005 S. 465 - 472
Rautenstrauch, Karl; Schober, Kay-Uwe
In-situ Verstärkungsmaßnahmen von Holzbauteilen - Zum Tragverhalten hybrider Verbundbauteile aus Holz, CFK und PolymerbetonBauhaus-Universität Weimar (Hrsg). Tagungsband, 8. Informationstag des Institutes für Konstruktiven Ingenieurbau, Bauhaus-Universität Weimar. Weimar, Deutschland. 2005
Schober, Kay-Uwe; Rautenstrauch, Karl
Strengthening of timber structures in-situ with an application of fibre-reinforced polymersSeracino (Hrsg). FRP Composites in Civil Engineering - CICE 2004. London, GB: Taylor & Francis Group 2005 S. 697 - 704
Dimmig-Osburg, A.; Rautenstrauch, Karl; Schober, Kay-Uwe
Upgrading and repair of timber structures with polymer concrete facing and strengtheningYokohama. 2005
Schober, Kay-Uwe; Rautenstrauch, Karl
In situ strengthening and rehabilitation - German research activitiesHamburg. 2004
Schober, Kay-Uwe; Rautenstrauch, Karl
Strengthening of historic timber structures using CFRP lamellasBienne. 2004
Lehmann, S.; Schober, K.-U.; Rautenstrauch, K.
Nail-laminated timber elements in natural surface-composite with mineral bound layerEstes Park. 2003
Borth, Olaf; Schober, Kay-Uwe; Rautenstrauch, Karl
Numerische Untersuchungen zur Tragfähigkeit von Queranschlüssen bei Trägern aus Voll- und Brettschichtholz. Teil 2: Praxisübliche AnschlußkonfigurationenBautechnik. Bd. 80(4). 2003 S. 222 - 226